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COMPACTION TEST REPORT <br /> 127 <br /> i <br /> 0 <br /> 122 u <br /> 117 <br /> U <br /> Q. <br /> .N <br /> C <br /> 4) <br /> S� <br /> 0 <br /> 112 <br /> ZAV for <br /> Sp.G. _ <br /> 2.55 <br /> 107 <br /> 102 <br /> 7.5 9 10.5 12 13.5 15 16.5 <br /> Water content, % <br /> e -Rock Corrected —c�- - Uncorrected <br /> Test specification: ASTM D 698-12 Method C Standard <br /> ASTM D 4718-87 Oversize Corr.Applied to Each Test Point <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. ILL PI 3/4 in. No.200 <br /> Stockpile GC A-2-6(2) 2.5 37 23 14.4 33.3 <br /> ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION <br /> Maximum dry density= 122.8 pcf 119.8 pcf Brown clayey gravel with sand <br /> Optimum moisture= 11.2 % 12.4% <br /> Project No. 475.0106.006 Client: CC&V Gold Mining Company Remarks: <br /> Project: Squaw Gulch Valley Leach Facility-Phase 1 <br /> Date: <br /> IO Location:Dump 1 Processing Sample Number: NFSLF-25-C <br /> NewFietds <br /> Figure NFSLF-2- <br /> Tested By: TW Checked By: JDH <br />